Overall Reliability of the Concrete Columns in Case of Stability Loss

Vladimír Benko; Peter Kendický; Martin Krizma; Marian Kišac; Ivan Beleš

doi:10.4028/www.scientific.net/AMR.1106.229

Paper Titles

Effects of Creep and Shrinkage on an Integrated Arch Structure
p.199

Experimental Verification of Plan Curved Arch Structures
p.203

Plate-Element Numerical Model of a Bridge across the Hostovsky Creek
p.207

Punching Resistance of Flat Slabs without Shear Reinforcement
p.213

Calculation of the Minimum Reinforcement for Limitation of Crack Width According to Change of National Annex for ČSN EN 1992-1-1
p.217

Design of Flat Slabs Height
p.221

Impact Testing of Concrete Using a Drop-Weight Impact Machine
p.225

Overall Reliability of the Concrete Columns in Case of Stability Loss
p.229

Punching Analysis of a Flat Slab with a Change in Elevation
p.233

HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 1106Overall Reliability of the Concrete Columns in...

Overall Reliability of the Concrete Columns in Case of Stability Loss

Abstract:

The European standard EN1992-1-1 shows a significant lack of an overall reliability in cases when loss of stability of concrete columns precedes reaching of resistance in a critical cross-section. The columns, subjected to axial force and bending moment, experimentally tested in the laboratory of Faculty of Civil Engineering SUT in Bratislava, were designed so that the loss of stability occurs at the concrete strain about 1.5 ‰ on the compressed edge of a critical cross-section.

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Periodical:

Advanced Materials Research (Volume 1106)

Pages:

229-232

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1106.229

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Online since:

June 2015

Authors:

Vladimír Benko*, Peter Kendický, Martin Krizma, Marian Kišac, Ivan Beleš

Keywords:

Buckling, Loss of Stability, Reliability, Resistance, Slender Columns, Stability

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References

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